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<br />Blackhawk, Gregory Gulch, 7/30/98 <br />Cross Section for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmwlblkhawk-,fm2 <br />Worksheet Blackhawk, Gregory Gulch, 7/30/98 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br />Section Data <br />WId. Mannings Coefficient <br />Channel Slope <br />Water Surface Elevation <br />Discharge <br /> <br />0,068 <br />0,052000 ftlfl <br />91,60 fl <br />308,04 cfs <br /> <br />100.0 ----------r----------T----------,-----------,-----------r----------, <br />I I I I I I <br />I I I I I <br />I I I t I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />98.0 ----------~----------~----------~----------~_---------_~------- <br />I I I I I <br />I I I I I <br />, I I I I <br />r I I I I <br />I I r I I <br />I I t I I <br />I I I I I <br />I I I I I <br />96.0 ----------~----------1----------~----------~----------_~--- <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />I I I I I <br />g 94.0 - - - - - - - - ~ - - - - - - - - - -1_ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ __ _ __:_ _ _ _ _ _ _ _ _ _ _I _ __ _ _ _ _ _ __ <br />:;:; I I I I <br />(0 I I I I <br />> I I I I <br />~ I I I I <br />W I I I I <br />I I I , <br />I I I I <br />I , I , <br />I I I I <br />92.0 -------- -~__________~__________~__________~_________ <br />I r I I <br /> <br />g <br /> <br /> <br />, <br />I <br />I <br />, <br />I <br />, <br />I <br />__________L______ <br />, <br />I <br /> <br /> <br />- , , <br />I I <br />I , <br />, I <br />I I <br />, , <br />I I I <br />--~----------~----------~------- <br />, , , <br />I I I <br />, , <br />I I <br /> <br />I <br />I <br />, <br />, <br />I <br />, <br />I <br />-1----__----- <br />I <br />I <br />, <br />I <br />, <br />, <br />I <br />, <br />I <br />---1..---------- <br />, <br />I <br /> <br />90,0 <br /> <br />88,0 <br />0.0 <br /> <br />5,0 <br /> <br />10.0 <br /> <br />15,0 <br />Station (ft) <br /> <br />20.0 <br /> <br />25.0 <br /> <br />30,0 <br /> <br />09/03/98 <br />03:38:08 PM <br /> <br />Colorado Water Conservation Board <br />Haeslad Methods, Ine, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />